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436 Beach Ave 2013 New House Plans i BUILDER: i BOSCO SUBDIVISION: II s� BEACH AVENUE rS LOT NUMBER: Copy '. �' 436 00000000000000000 )o� FILE MODEL: — -- -- -- -- -- - - - LL. POLISTINA I 'I I r,atn .n�w;r,�w,;�c;, +rssa�tnat ' DESIGNED/CHECKED: TG/DB I i I J05', I ,� I JOS I i I JO6 i20 J06 I I ' j v T091 I . 3UEiMI,SION aM TRUETRUSS T10' - -- - =-^U i --- - +GGE1 evtew - -' A DIVISION �O7F�+�+ No Axra t,i',3 --' , d `�j� ®VJL' 2 0"4 --- -F08A --- ❑G o --_- --- - ii0 *7 1 E t ons Noted un F02 ---- -- - --- i� FOSA ------- y. .�.. F02 "M717, r r- iasubrlft -- - iV �- V «,e a,, F02 FOSA o tar wm*tawy vm s h a o.Maofor linen r I d-- � a, .su.a is eexho�,wltNe,'or it•�� I i; F08A 7.-,d for ttxi ske,end OS t'W 4..l F02 ---- --- -- Me rwii u C..; 8r Mss oparaGors of 's i<m, or satr�y N F08A - F02 -- - � A// � " THA422 LL F08 N=- .^..�, y �,_ F04 - ON6�P a, _ El FOS ff= F04 16" _ THA422 THA422PEX i NTHA422 THA422 N F04 F08 a o • N THA422------- 6" - IF Foz N 1b 1'1"12 This drawingis not sufficient F 3 F05 N THA422, = alone for Installation. N Fos LL Additional instructions n N THA422 accompanying this drawing, F06 N THA422m FGE3 g includin BCSI-B1,should be FGE4 m (V N M used in conjunction with the i THA422 � j F06 --, 'THA422 architectural and structural THA422 , N ' Fos � plans during installation. If THA422 _ THA422 0 1- N LL BCSI-131 has not been THA422 N o 0 F06 A__.- I -THA422 THA422' M LO U) LO In U) shipped to the site with the N fV Q LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL THA422 components nents shown on this FO6 -1pae, please HA4 F06 ntact Apex N A422 N Technol gy for oa free copy. THA422 (V N THA422 F06 , Permanent bracing for the THA422 building, including bracing to N THA422 F06 H resist wind seismic or other e 4 N N lateral forces, and permanent F06 THA422 1'8"44 N � � bracing for all structural I 2 2' 2'- r- 2' r 2' 2' 2' 2' 2' -2'-i4-t2'1-2'- elements is the responsibility r-13 J I F07 � P ty I F14A 1'6" 1'6" r FO __ _ of the Engineer of Record fo 9 FGE2 - - F14A iv -- g the structure or building Fla designer, per NS PI 1- N � ❑ ( 2002 Ch 2' , - F14 0 U - M I � 0 - -_ Fla ❑ I FG5 2'0"4 ❑ ¢�°��� S �'. i i ♦ ' , v F E5 FGF5 ! •� + _- to O • • s • a.. I O !0 - - l m m Itis t LU .0 o ® o e� • v ♦ S i qs 01 - ---19'3'10,-- - -3'6" 8'7"6 3'6"- - --29'5"8 --- - Q. •`�♦♦ d APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 i I BUILDER: { Bosco SUBDIVISION: BEACH AVENUE LOT NUMBER: 436 'LF L E COPY I POLISTINA MODEL: - — DESIGNED/CHECKED: enaevxaarrRew► tr1i TG/DB TRUEn 1�1 ✓p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �� -- sueulsslorl# roe# l.J SS J01 J01 A DIVISION OF 0 No ex ons iIL ro s a n wx Jnt-Yo,eFor 9 e r» � I na❑ 4 Rejected 4j c e<d.. , y TR RleeUEHoUSEJ02 pz ExceptionsNOtdp5rortaion O �CPResubmit T02 - o"Ormer a MA M pojw r***v snK For Mmatl» eve 14 Co « Nit,fr iCCMerm4 repoe�N for an,.� GE01 - ane, &, rMseaaiau:e rtea«der tla rr'W".msew T03 Data: Cy tEy: T03 N IIII - i i APEX i I T03 — - - --- — N roa - - - -- -- This drawing is not sufficient e - --- -- roa - - alone for installation. Additional instructions N roa accompanying this drawing, T03 o including BCSI-131, should be T03 - used in conjunction with the _- - - -- - s F F architectural and structural T03 S o 0 0 0 0 0 0 0 0 0 / plans duringinstallation. If W W co co W m t- - — BCSI-61 has not been T03 r03 shipped to the site with the components shown on this r03 N page, please contact Apex Technology for a free copy. T03 - J04 J04 Permanent bracing for the building, including bracing to T03 -- -- J04 J04 resist wind, seismic, or other GE01 --�— - --- -- J04 -------- Joa lateral forces,and permanent bracingfor all structural T02 _ - Joa Joa elements, is the responsibility / T05 J04 J04 9 of the Engineer of Record for ' the structure or the building -- J0z - JozA - I I I i designer, per A SI/TPI 1 � I I i i I 2002 Chapt 2. t J01A J01 u 111111 -- P---a --> ✓° °- y✓� ** DE K ) O I pad• �o •. . 29'11"-- 15'7"6 -- � " - un APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547 4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 �i i I!i E p,CH P a U [� ROAD �' z o `D N V VEO PUBLIC �� Q O 0 M w P q J pW Z Jm ui O 'WAY r,o J J z F- WO � W = 40' RIGHT OF oZ Li �cii � — W J 49.99' FIELD o a _ ---- wap -j w J v Z z Q ^I 3{ co< 50.0 a cn J a W Cr Z W Q'Cy w N Cl) a O CDW Z Q- Z W — zw a U >wL�-ZQ = J � _ � QU -- cn bc, 3 3C � ' ?Z> LliU � Ud (A L.LJp i � Z UUIw x a r'a V) Q OzrZ — C a CD 04oar >- a: rOf -Y W Z Q- � NU ?c> �a 0 W � _ QNm oLL L a o Ocnw= p — Q � (n HO aYp B �� 0 ��4 v�icv � �3 aWW =} N 1 �,! 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Concept Design Consultants ARCHITECTURE LOT 4 Building Contractor 145.29' FIELD „ „ Bosco FOUND 3/4" IRON FOUND X CUT IN Ad PIPE, NO CAP 145.00 CONCRETE FOOTER SILT Building Contractors,Inc. FENCE SILT FENCE � y � i L � -. 1 -1— L . _ COMMERCIAL AND RESIDENTIAL 0. t_ y ._i_. y —t-- y -_!-_ _Z y y Z , _ , + Jy. , _ , y_ , y. J y_ t 1_ } y_ , y� J _ , _ , t y � o w 904-241-0320 J f J ,, , ) 1.-a--Co 1�Ru Ti IPS R- Z y 1 y y y - y y . W . W W a2i ' It TEl _ I H LIQ BL`F, SAA1'[G1N�"+ W -a _ r r r r r m Z NOTE: LL m ��• x VKN 0 LL W X vJ—i y g 3 i CO Q `` y y r 1 A coW i.... . ) J , J CL LU r -- p A FOUNDATION SURVEY D w D �__ - I I , I, - �� �y` � W SHALL BE PERFORMED AND 3 COPY OF THE SURVEY y� A � � � � � y � CIL O PAVER A .CL w i�y LOT 30 L� SHALL 1.3E ON THE SITE • J - s - J - ` , - FOR THE BUILDING y PRIOR TO � � � � � Q � y � y � yr� _ _ _ - o W LO �w '^ . _ , r1 , J t ® J J ,y ` � Y, , i a o INSPECTOR'S USE W", � y� y� y� y� y y l - �t a� . Q �, ` - _ , _ , _ , _ , 0 U FRAMING INSPECTION LILJ t J J - O _ 3 r 1 � it li ii ;yam 2 ® _ r�y� _ { �, �, �, �, �, �. ALTERNATIVELY, ALL Z r y ' J � - ` 1 y y V � .�- �- �- -� � � _''- _'- '- � 1 = PROPERTY MARKERS SHALL = Z 1 y osa ---� _ y 1 .. r , F�� O t ' y ' y ' nor ' w + c"Y� UJ C7 Q �..�� ��, � � � � z -I � -%-. t , y t " 3 ": , Z BE EXPOSED AND A STRING ` rr�"' y`_ _ l _' 1 -' W STRETCHED FROM MARKER � y J ; TO MARKER TO VERIFY LLyy s J 1yy , J ` , , ,1 1 LLyy �liy y > a , REQUIRED SETBACKS. 07 1.19 SILT FENCE FOUND 3/4m IRO N IfO SILT FENCE V i FOUND 3/4" IRON 0.91 3�6 ' PIPE, NO CAP ________ �V V - PIPEIV , O CAP 143.76' 0.2' I 143.92' FIELD AREA SCHEDULE LO NAME AREA T 2 j LOT SIZE 7,228 sq ft. SCALE: PAVER AREA 050%CALCULATION 533(1,066 actual) sq ft. l / POOL COPING 56 sq ft. CAM uSEfL V: j MAIN STRUCTURE 1,592 sq ft. T,51? COVERED PORCHES 512 sq ft. GARAGE 600 sq ft. PRI DA E Monday, August 12, 2013 NOTES: TOTAL IMPERVIOUS SQ FTG 3,293 sq ft. Af TOTAL LOT COVERAGE% 45.56% PRO�C P1�A = PERMT I��UE THIS IS A BOUNDARY SURVEY. NO BUILDING RESTRICTION LINES AS PER PLAT. ANGLES PER FIELD SURVEY AS FOLLOWS: A 90002'53" B 88°23'21" w o U C 91037'14" o D 89056'32" flou�5E NORTH ARROW PROTRACTED FROM PLAT. POL_I,57NA THIS SURVEY WAS MADE FOR THE BE FIT OF A FL IDA NEW flomL LINDLEY TOLBERT DESIGN, INC., CORPORATION; OLD REPUBLIC NATIO L TITLE INSURANCE COMPANY; AND ANSBACH R & 436 i3E,4C.l-� ,4�/E.. No. 1203060 0 10 20 40 ATLx4Tc b"ca FL SCHNEIDER, P.A. (FILE ). C ALE: 1 " = 20' 32233 THE PROPERTY SHOWN HEREON APP RS TO LIE IN FLOOD 571- PLAN ZONE "X" (AREA OUTSIDE 500 YEAR FL OD PLAIN) AS DETERMINED FROM THE "FLOOD INSU NCE RATE MAP" - COMMUNITY-PANEL NUMBER 120075 0 1 D. REVISED FOUND 1/2" IRON ` APRIL 17 1989 FOR THE CITY OF ATLA IC BEACH, DUVAL PIPE, NO CAP FOURTH S TREET �L COPY COUNTY, FLORIDA. _ ---- 40' RIGHT OF WAY PAVED PUBLIC ROAD "" "`vo V A D C PIZOPUCEd, DLST�UTLP, di�PL-AYD? OR. OTtIERAVi�E COWACATEd tJ ANY f01zM 02 by ANY MLANS \V1Tfl0UT PZOZ \VwTTEN CONSENT Of L14PLLY TOL 50zT dE��'N. .Wc. COPYw��IT 2013 Ab. L_�I�LEY ToL�Er�T PE NC. ALL w�'�IT� �E�VEu. No P,a2T o f T��� � oto MAY BE UbE�, NOTES ALL-THREAD GENERAL NOTES Q 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 1/2" DIAMETER BARS PLACED AT 4' O.C. IN ALL EXTERIOR EDITION,ACI,NDS,APA AND ASCE7-10. BEARING WALLS,4'O.C.IN ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE ON PLANS. 00 O j 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE w CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. C � � I p 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10"OF EACH CORNER AND AT EACH INTERSECTION OF Q COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: w 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) Z P OTHERWISE ON THE PLANS. C.PLACE CORNER RODS .Zn D.PLACE ALL OTHER RODS. ° OU_ 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE LU OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY o SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR.WALLS AND HIGH CO DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. ASSUMING 2000PSF SOIL CAPACITY. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: d) WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. w o 6"-TYPICAL WALLS, MONOLITHIC FOOTINGcoo 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING p EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS t) NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN r DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.M.O. CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS z ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 0cc- 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. W 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS G 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM O Z N THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 N AND 5/S5 FOR STRAPPING ALTERNATIVES. z Q M 3 OVER A THICKNESSSLAB 6 MILVAPOR ARRIER ANDTHE SOIL SHOULD(SE ON THE PLANS. SLAB SHOULD BE TREATED WITH SHOULDBE E POISON EPDXY i NOTES O ZLL PRIOR TO POURING. U Lij U 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY O W COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. Q �O to MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 2 MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE Z 'a' U FOOTING. ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: z f- I- z 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. O J 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", Q WHICHEVER IS GREATER. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURERS SPECIFICATIONS O AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN O 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". ACCORDANCE WITH APPLICABLE SAFETY LAWS. U 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH PSI AND TENSILE STRENGTH OF 2,300 PSI. O 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER m 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE REINFORCEMENT. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS DETERMINED FROM FOUNDATION PLAN,CO_NTAC.T.,.THE ENGINEER OF RECORD. LAITANCE,DUST, DIRT,AND OIL. o N 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE PE 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE O m O & STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. m ° �' c YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS t`a v a o PROJECT. A--NOT4 `-0ERT11' A i FROM THE MANUFACTURER' ATTESTING TO THE 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF TRAINING HALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO STEMWALL MUST BE FILLED. DO THEORK. FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. W 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE TW ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER Z OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. ♦♦^^ VJ 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE NN TREATED. LZ 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. W 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. O 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. t 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED V N N BELOW: Col.- 0 8d=0.131"x 2-1/2" ) 0- 10d=0.148"x 3" v 12d=0.148"x 3-1/4" 0 16d=0.162"x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN I AND/OR THE FOOTING DETAILS SHEET. 0 o N ` N M O 5 l"t. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. G CO m m m I LOAD TABLEM �2 m Q >> . N fn N ROOF: Co LIVE LOAD: 20.0 PSF 8 O roi � rn DEAD LOAD: 7.0 PSF I CEILING: LIVE LOAD: 10.0 PSF LIVE LOAD-STORAGE: 30.0 PSF �a�Y DEAD LOAD: 5.0 PSF 1 •' ( COMPONENT AND CLADDINGa�z ,' .' . FLOOR: LIVE LOAD: 40.0 PSF DESIGN PRESSURESQ DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF EFFECTIVE END ZONES, PSF INTERIOR ZONES, -__... A A ..P►.•�a WIND LOADS: AREA, SF PSF i 0 a � `�� WIND SPEED: 130 MPH EXPOSURE: C 0-20 35 -45 35 -38 ? U Sheet No. N, IMPORTANCE: 1.0 BUILDING CATEGORY: p 20-50 33 -41 33 -36 O ENCLOSED BUILDING: r +" E �. W W } q O a. INTERIOR PRESSURE 50-100 31 -39 31 �4 Lid p0 COEFFICIENT: 0.18 ' S1 ROOF PITCH: MATCH EXISTING 100-200 29 -35 29 -33 OF 5 This document,together with the concepts and designs presented herein Is Intended only for the spedk purpose and client for which it was prepared. Reuse of and improper reliance on this document without written euCarkatlon byAtexander Grace Consulting,Inc.,shell be without qty to Alexander Grace Consulting,Inc. I 3 CD m m m 0 0 is v m a CL rR m m m 40'-0." 11'-2" n __-_-.-_____________ __________________________________________ -___ % 3 - - O NW N r------------------------------------- ---------------------- ----------------------------------------, N ; : -- N I ; 1 ►v ; O_ t CL 1 O N N j (n { ' L Si I =f r N 1 Orn 1 O� rn ' I 9: 1 { Cl) = N �' I ( I N 8 ..► , r O - cO = AW i N AN Zn V r- = I ; � L � � N a = I -i MA s r- -i C I m { 000 Zrn W = � 1 { O i � m cm -- I art- C 0 (n N I r�'- rnX DO � � `D ; 13 N j Opo X � m N N I I -0 { _ arm I I 2.;0" I � � cn cn � cn b C I cnDD � 'n I r • � i rr- � 'Or � ; I N W i , I b to 1 4'-4" 15'-22" 7'-8" 4'-014" —8'-10" v 1 Ll b a; b 1 _, I --- r--------- , r----- -------- _.---- - - -T— - - -T— N IL--------- ------J L----- --------------I--------- g O W 2'-01 i------------ -1 N I Z 1 � I m ---J { N fn fn to N 1 N N W W N N N N m x I Dr 0M Z v ; 1 2'- I ; 0 m � z w I mm 9 I I N ym ; L 1 k I N2'-0" i I L --- { N -' ; N I I 1 v I 1 , 1 I I L_ - ----- -----------�----------------------------- N { bx] a; -T - FT -------------------------------- 2'-0" 51'-E�" 7'-6" 3 p 11'-0 53'-03" 8'-6" 4 _—I I I —I NII 1111 II FM I An I— WZ if =SII— ° � � III II °• ° � ------------------------ ---------------------------- j Q ° ° b � �I I I i � {---------------------- --------------_--------------� , n I=1 1=1 L IX ° D 111 I I o I—II I—I I I ° 1 I ► � O I a I I, , ,III-1 I-1 I I 1 { I I t t . 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L---------- ---------------------------------------------J O _I I I I I! I I I I 1111 III III -� _ v OD < -0 -, T =1T_ITi1�1 1111► ► p0 .Zimm = Z � mrnX D � = W z 00 11 1 ' 1 1. pzX XOm X6 ;0 22z0M zz 11 11 —III z onn m � "'i o � nciM . c � m Xz 0 III- 111=� 1 o v I _ n O v c .� -n Om —" O 00m y. 00mcn = vmi0 Duce r fvn ;0 Z nDZm O � � D pW O CT � 'n wN DD w � rn pm X r D U) O � 'n � D Zn rn ,� p Z z0 g zw �- Z � m90 aaa z OC Oval � © v_ O � O Z5X vC X = v0 r- ; D � 11 ll 11 c7D �1 < 0 Z (7 � -� oo � -40D Q m cIz N r- s � � � O z vm r; o-° rn � m � m vo v, 00 cG) G � 0 � c '�' QUO = M z WK 0-2 mo'= 9 • cn Oz >W � � 0K = cn m z = � m O O mZ n 11 j Oz _4 O 2n � � rn0 0c Orm n Dr' cn 0 � N c � � o°=' C� � � m � m tt0^ OD _ ct Or° ♦rn`�^ zt N A rv > pW Cn — a =z C" v rr- 111 c-ncn w rn � � W � z D Z vD ( a) 0 M o Z D T m0 1F. D- � °� 0 tpi) z c rnm Wai > M 0a) o X v = rn 'oz -i W �_ `° � � ai n z � D m � � pm -4m D my cn cn ai i K m S2 -1 N O om --nnz v n O z 0 CL p rn > 0 mv = _ _ co i CD ````\���� 1ad•; ��Q������'r Dra�Wby: REVISIONS Job Number: 13-10-0141 COD Z •. �� ; BOSCO CONSTRUCTION COMPANY • Check by: NO. DATE DESCRIPTION BY APP'D O � • GWG POLISTINA RESIDENCE 1 09-16-13 ISSUED FOR COMMENT AND REVIEW GWG GWG -n N `"": = FOUNDATION PLAN Approved by: •' © 2013 Alexander Grace Consulting, Inc. GWG 436 OCEAN ''�� yF•••' •``������`!` 3016 S 3rd Street,Suite 201 Jacksonville Beach,FL 32250 Florida PE#59328 mate: ATLANTIC BEACH, FL 32223 904.241.8010 Florida CA#27652 09-16-2013 � y Q FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. w VERIFY OR PLACE DOUBLE STUD GROUP UNDER STUD MATERIAL: 2x No.2 SPF, UNO. 4 w A BEAM BEARING. FASTEN BEAM TO STUD GROUP o FOOTING WITH (2)MSTA24.FASTEN STUD GROUP TO FO HEADERS: A WITH LTT20B.USE 10d NAILS IN ALL HOLES. ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, f a OVERIFY OR PLACE DOUBLE STUD GROUP UNDER UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X Z BEAM REARING. FASTEN BEAM TO STUD GROUP 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO $ 2 WITH(2)MSTA24. FASTEN SECOND FLOOR STUDS MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE � Z O TO FIRST FLOOR STUDS WITH(2)MSTA49,ALL THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. z o 0 HOLES FILLED WITH 10d NAILS. a_ o HEADER NOTATION IS: o OPLACE 6x6 POST UNDER BEAM BEARING.FASTEN v w BEAM TO POST WITH(2)MSTA24. FASTEN POST TO � FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. NUMBER OF PLIES IN HEADER C � h �NUMBER OF KING STUDS SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS 2 2X12 O WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS (2) 2X6 2: O (2)2X12 AT 6"O.C.ON EDGE, 12"O.C.IN FIELD. �J b PLACE 8x8 POST UNDER BEAM BEARING.FASTEN i NUMBER OF CRIPPLE STUDS w o L f- + O BEAM TO POST WITH(2)MSTA24. FASTEN POST TO SIZE OF DIMENSIONAL LUMBER 7C7-0 FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. c 12 (2)2x12 SHEAR WALLS: ° WALLSALL A (2) 1.75"x11.25" S5 TYPICAL WALL SECTION, L SIELEMENTSSTING BASED THREADEDG ROD SPACING, ANDSPECIFIC Z 2.0E G-P LAM LVL THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED U1 T09 BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ; 12 �SW-6/S5� �SW-6/S5- ARE NOTED ON THE PLAN. h S5 (2)2X8 2:1 SW •" #/S'# SHEARWALL LOCATION Z U1 T09 SEE DETAILS FOR FASTENERS Q 4 � SHEET NUMBER a' SW-6/S5 'I S4 DETAIL NUMBER W O U 1 SHEAR WALL DESIGNATION N I U Z 04 � S5 (2)2X8 2:1 4 Uj C14 PORCH/GLULAM BEAM Z Q ch LL A S4 Z HIGH UPLIFT DESIGNATION. W W U # O W ST-# DETAIL NUMBER Q 'D m F-- Z cf) v X SHEET NUMBER Z Z U) TRUSS/BEAM LABEL O J FG2 h (2)2XE>2:1 UPLIFT CONNECTION O i U I Wo N N J A INTERIOR BEARING WALL O 4 N > ' J m S4 22 1-0" \ / 1-STORY THREADED ROD i v 0 2X8 LANDING AT STAIRS, ® 2-STORY THREADED ROD CANTILEVERED 12"OVER EXTERIOR WALL 'tl INDICATES GLAZING CLASSIFIED AS END ZONE. �4 N EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF Y > -:g: STRUCTURE WILL BE CLASSIFIED AS INTERIOR C9 (D c9 01 1 9 ai o ZONE.SEE"COMPONENT AND CLADDING DESIGN p L) CD ¢ o PRESSURES,"ON COVER SHEET. A SW-6/S5 7 7 85 S5 (2)2x12 r n V 8 8 g z z 4 X EZ S5 S5 S5 EZ S5 c O (2)1.75x9.25"2.0E (2)1.75x9.25"2.0E (2)1.75x9.25"2.0E B01 G-P LAM LVL 3:2 G-P LAM LVL 3:2 G-P LAM LVL 3:2 O , O � Z s5 Q J U. tWt� V � (2)2X6 2:1 4 U) S5 , 4 AS5 U. �n N EZ �J C pt 4 , � S5 S5 J ' EZ (2)2X8 2:1 (2)2X8 2:1 1 00 C-4 N` = rn� S5 4 av S5 � m to A SW-6/S5 p o 0 (2)2x8 1:1 Q U u-w ( )2 2X6 2:1 aO 2X12 (2)2X6 2:1 o NN EZ EZ -0 0 u- 2X12 2X12 X a) m to � m m EZ (2)2x8 1:1 (2)2x81:1 Q m o (2)2X8 2:1 OR ,= r C C A 1 4 v IN C U S5 S5 I S5 OU Cf) n 0) SW-6/S5 4 SW-6/S5 ,t►e`°���, AYNE,���R���i S5 2 S5 2x12 CANTILEVERED DECK JOISTS. FASTEN TO 2tvISE� TRUSSES WITH 10d NAILS AT 6"O.C.IN EACH Ilk INTERSECTING MEMBER.USE 2X12 BAND BOARD. O _ 0. 5 a 'o OR .• .... 28 Sheet No. ALL PLAN GARAGE FIRST FLOOR WALL PLAN S3 ��T FLOOR W S3 1/4"- ,'-0" S3 3 OF 5 without liability b Alexander Grace Consulting,Inc. This document,together with the concepts and designs presented herein Is intended only for the speclfic purpose and client for which it was prepared. Reuse of and Improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be I I � I it CI C9 FRAMING NOTES AND LEGEND m � TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. r 3 STUD MATERIAL: 2x No.2 SPF, UNO. W c w o � HEADERS: z ALL HEADERS ARE 2 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, Q UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X w 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO M MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE E z 0 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. Z O UOf it 0 a 0 i HEADER NOTATION IS: N o W NUMBER OF PLIES IN HEADER o c NUMBER OF KING STUDS (2),2x6,2:1 r NUMBER OF CRIPPLE STUDS l� ch SIZE OF DIMENSIONAL LUMBER Q o cn p z SHEAR WALLS: 33 ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE > d S4 S5 4 TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC z r S5 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED (2)2X8 2:1 (2)2X61:1 (2)2X8 2:1 BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. SW - #IS# SHEARWALL LOCATION 3 SEE DETAILS FOR FASTENERS S5 I SHEET NUMBER 1 DETAIL NUMBER W S5 SHEAR WALL DESIGNATION 0 z N N 4 S5 PORCH/GLULAM BEAM O Q cf) 12 12 F- U) Q S5 S5 # HIGH UPLIFT DESIGNATION. V W W U r U1 T01 U1 T01 S5 r 0 W ST-# DETAIL NUMBER CID �/ Q (0XM 0 m 04 SHEET NUMBER ~ Z d- F- V_ X � " Z z N TRUSS/BEAM LABEL O04 J V p a UPLIFT CONNECTION O I � I V INTERIOR BEARING WALL O m � ® 1-STORY THREADED ROD 3 7' r r S5 X CID 2-STORY THREADED ROD � Nch v v 5 INDICATES GLAZING CLASSIFIED AS END ZONE. T T o 0 S5 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF .8'(9 ( Y > O tD I STRUCTURE WILL BE CLASSIFIED AS INTERIOR 3 O 0 O oo� ai a ZONE.SEE"COMPONENT AND CLADDING DESIGN o a o PRESSURES,"ON COVER SHEET. .- 4 z y N S5 N (2)2X8 2:1 (2)2X8 2:1 (2)2 8 2:1 NN L.L. 1 0 EZ EZ .- ' S5 O N O EZ ...1 U. z I X � . N v LL W 4 N ------- -------- S5 z r - r EZW 07 V EZ (2)2X8 2:1 (2)2X8 2:1 12 r 1 I ' S5 ------ -------- � X 4 � S5 N c� S5 2 T05 ------ -------- \/vI T C M CSO i B N �1� ------- a7 d U 7 r N m xt ohm ru ------- C k (2)2X12 S5 `_ (2) 2:1 EZ N ------- L) Q------- v (2)2X12 (2)2X12 Z EZ 2X6 LEDGER - (� o N N rN7 (2)2x8 2:1 (2)2X8 1:1 (2)2x8 2:1 E °' 13 c (0 Cc - 2 2X6 1:1 2 2X6 1:1 X 0 @ O O /v wm Q in °0 0 xu 4 1 N � Y N S5 S5 O � -° a (2)2 8 O 2X Fr I !!+wl1lNlllll/llllll 4 2X6 RAFTERS AT 24"O.C. r ,w4 N 32 _ i ECOND LEVEL WALL PLAN Sheet No. S4 1/4"= V-0" S4 4 OF 5 This document,together with the concepts and designs presented herein is intended only for the spedlic purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without IlabWty to Alexander Grace Consulting,Inc. i SPH WITH(110)8d AT 24"O.C. IN c� 7/16"OSB ROOF DECK FASTENED TO HEADER, MINIMUM(2)PER HEADER �- 3 FRAMING WITH 8d RING SHANKS AT 6"O.C. to 7/16"OSB ROOF DECK FASTENED TO � t ON EDGE AND 12"O.C. IN FIELD. 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6"O.C. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3"OF THE HEADER w ON EDGE AND 12"O.C. IN FIELD. KING STUD,TYP BOTH SIDES OF FRAMING WITH 8d RING SHANKS AT 6"O.C. o TRUSS TO TOP PLATE CONNECTION:H2.5A ON EDGE AND 12"O.C. IN FIELD. WITH(10)8d NAILS FOR UPLIFTS LESS TRUSS TO TOP PLATE CONNECTION:H2.5A OPENING. Ao THAN 600 LBS. (2)H2.5A WITH (10)8d NAILS WITH (10)8d NAILS FOR UPLIFTS LESS N0.2 SYP HEADER,TYP. SEE PLANS FOR SIZE, PLIES,AND lk- EACH FOR UPLIFTS LESS THAN 1200 LBS. THAN 600 LBS. (2)H2.5A WITH(10)8d NAILS z TRUSS TO TOP PLATE CONNECTION:H2.5A w NUMBER OF KINGS AND CRIPPLES. EACH FOR UPLIFTS LESS THAN 1200 LBS. g (2)2x6 NO.2 SYP TOP PLATE FASTENED WITH(10)8d NAILS FOR UPLIFTS LESS g THAN 600 LBS. (2)H2.5A WITH(10)8d NAILS 2 2x4 NO.2 SYP TOP PLATE FASTENED NO.2 SYP HEADER,TYP. SEE CRIPPLES TO HEADER WITH n z 0 WITH(2)ROWS 10d AT 16"O.C. EACH FOR UPLIFTS LESS THAN 1200 LBS. WITH (2)ROWS 10d AT 16"O.C. PLANS FOR SIZE, PLIES,AND MSTA18 WITH (6)10d IN HEADER, z o 0 STAGGERED. MINIMUM 24"LAP WITH(12) STAGGERED.MINIMUM 24"LAP WITH(12) NUMBER OF KINGS AND CRIPPLES. (8)10d IN CRIPPLE ' a O ti 10d IN LAP. R (2)2x6 NO.2 SYP TOP PLATE FASTENED 10d IN LAP, U � WITH (2)ROWS 10d AT 16"O.C. w FASTEN 7/16"OSB W/8d @ 6"O.C.ON ( ) FASTEN STUD TO TOP PLATE WITH o to � STAGGERED.NGLEAPED. MINIMUM 24 LAP WITH 12 SIMPSON SPH AT 32"O.C. KING STUDS&CRIPPLES:(6)16d � EDGES, 12"O.C. IN FIELD. 1/2"ALL THREAD CONNECTORS.SEE KING STUDS&CRIPPLES:(6)16d BETWEEN ADJACENT KING STUDS 2x6 SPF STUDS AT 16"O.C. ALL-THREAD NOTES FOR INSTALLATION BETWEEN ADJACENT KING STUDS AND CRIPPLES. M SPECIFICATIONS,SPACING AND FASTEN 7/16"OSB W/8d @ 6"O.C.ON AND CRIPPLES. `- EMBEDMENT. EDGES, 12"O.C. IN FIELD. 6 2X6 No.2 SYP BOTTOM PLATE FASTENED TO w o 2X4 No.2 SYP BAND BOARD WITH 10d NAILS 2x4 SPF STUDS AT 16"O.C. a „ FASTEN 7/16"OSB W/8d @ 6"O.C.ON �. co a AT 3 O.C.ON EDGE, 12 O.C. IN FIELD. PLACE 1/2 ANCHOR BOLTS PER z EDGES, 12"O.C. IN FIELD. 2x4 NO.2 SYP PT BOTTOM PLATE.FASTEN O 3/4"PLYWOOD FLOOR DECKING FASTENED TO BEAM BELOW WITH 16d NAILS AT 6"O.C. THE TYPICAL WALL SECTION. ALL CRIPPLES TO BEAM BELOW 6) TO TRUSSES WITH 8d NAILS AT 6"O.C.ON 2x6 SPF STUDS AT 16"O.C. WITH MSTA30 WITH(16)8d W z° EDGE, 12"O.C.IN FIELD. 3/4"PLYWOOD FLOOR DECKING FASTENED r-- 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY TO TRUSSES WITH 8d NAILS AT 6"O.C.ON ° D 1/2"ANCHOR BOLTS AT 6'O.C.WITH 6"MIN EDGE, 12"O.C. IN FIELD. ° ° °.° ► °- i FLOOR TRUSS SYSTEM BY OTHERS. EMBEDMENT AT EACH SIDE OF BOTTOM co - PLATE SPLICES. FLOOR TRUSSES BY OTHERS. 1 I=I�I= ° ° ° e o BEAM BELOW. I I-I I I-)I I SECOND FLOOR TO BEAM:MSTA24 AT 32" eD III-III III=III- O.C.WITH(26) 10d NAILS. SUPPORT BEAM �- (2)2x6 N0.2 SYP TOP PLATE FASTENED I II II I I n 4, a (�I-III 1 AS SHOWN ON FRAMING PLANS. W WITH(2)ROWS 10d AT 16"O.C. =III=I( _ - - I I-III SEE FOUNDATION PLAN FOR FOOTING TYP I CAL HEADER F RAM I N G DETAIL TYP I CAL HEADER DETAIL - O N BEAM O L) STAGGERED. MINIMUM 24"LAP WITH(12) I I I�i iI I II II I II I II I I I II I� I SPECIFICATIONS. - " 10d IN LAP. WALL SECTION ON LVL BEAM 4 1/2„= 1'-0" 5 1/2 U z N 1/2"= V-0" z w M 1/2"ALL THREAD CONNECTORS.SEE NOTES O 0 J ALL-THREAD NOTES FOR INSTALLATION TYP I CAL WALL SECTION af 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO I- z L SPECIFICATIONS,SPACING AND 1/4"=1'-0" ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES,KINGS OR TOP W EMBEDMENT. PLATE. _ O IQ FASTEN 7/16-OSB W/8d "O.C.ONJ of Q (D m EDGES, 12"O.C. IN FIELD. 6 SEE PLAN AND TABLE BELOW FOR TRUSS TO I- z d U EDGE OF ALL THREAD WASHER MUST STUD GROUP FASTENING. Z F - Z BE WITHIN 3"OF THE HEADER KING STUD,TYP BOTH SIDES OF OPENING. _ J __---- TOP PLATE TO GARAGE HEADER O F- 0 O Q 2x6 SPF STUDS AT 16"O.C. - CONNECTION: SIMPSON SPH AT 24" WOOD-FRAMED WALL.SEE SECTION 1/S5 FOR DETAILS. O.C.WITH(12)10dX1-1/2"COMMONS. FOR ALL UPLIFT CASES, INSTALL 2X SYP STUD O CL GROUP UNDER TRUSS AS INDICATED ON (� 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY 2X6 LEDGER FASTENED TO STUDS WITH(3)1/4"X4" TOP PLATE TO KING STUD FRAMING PLAN. NUMBER OF STUDS TO (n 1/2"ANCHOR BOLTS AT EACH SIDE OF WOOD SCREWS PER INTERSECTION OF STUD AND CONNECTION:(2)SIMPSON SPH WITH EQUAL THE NUMBER PLIES IN THE TRUSS, BOTTOM PLATE SPLICES. LEDGER. (12) 10dX1-1/2"COMMONS AT EACH WITH MINIMUM OF TWO(2).FASTEN STUDS TO m 2X6 RAFTERS AT 24"O.C.FASTEN TO LEDGER WITH A35. END OF HEADER. EACH OTHER WITH 12d COMMONS AT 8"O.C. (=I I FASTEN TO BEAM WITH H2.5A. GARAGE DOOR HEADER.SEE _777 " III-III= SEE PLAN FOR BEAM SIZE. FASTEN TO KORBEL WITH y FRAMING PLANS FOR SIZE AND PLIES. I- -I I SEE FOUNDATION PLAN FOR FOOTING H2.5A WITH ALL HOLES FILLED WITH 10d NAILS. II= I I I 1=1 11 III-1 I' SPECIFICATIONS. 4X4 HORIZONTAL BRACE. FASTEN TO BRACE POST WITH FOR U1, 1/2"ALL-THREADED INSTALLED SUCH M -III=111=III=III=�' N (2)1/4"X5"LAG SCREWS. THAT EDGE OF WASTHER IS NO MORE THAN 3" o �' N FASTEN ADJACENT STUDS W/(2) FROM STUD GROUP. WASHER IS 3"SQ. 0 0 d 0 i tl i ROWS 10d COMMON NAILS @ 8"O.C., 3 3: � 3, o 3: ui o m T T STAGGERED. FASTEN 7/16 OSB TO t a m TYPICAL TWO-STORY SECTION 4X4 BRACE POST.FASTEN TO DOUBLE STUD GROUP IN + EXTERIOR OF RETURNS&ABOVE EXISTING WALL WITH(2)1/4'X6"LAG SCREWS AT 6"O.C. • 1/2 1-0" pKEDGE"12. VERTICALLY.NOTCH POST AROUND LEDGER AT TOP. . :1 FIELD. FASTEN NOTCHED POST WITH(2)1/4"X5"LAG SCREWS THROUGH LEDGER AND INTO BAND BOARD. PA51 FOR GARAGE HEADER CRIPPLES. FASTEN WITH 10d NAILS IN ♦^ SW 5EE TABLE BELOW FOR SHEAR ALL HOLES. V J 4X6 DIAGONAL BRACE,CUT FOR ARC. LEAVE MINIMUM WALL HOLD DOWNS.SHEAR 3.5"THICKNESS FOR STRENGTH.FASTEN TO VERTICAL FOOTING BELOW. WALL ANCHORS TO BE WITHIN a• AND HORIZONTAL BRACE POST WITH 1/2"BOLT.COPE GARAGE SLAB -•-•� 3"OF DOUBLE STUD GROUP. 3"x3"SQ WASHER AT TOP OF BRACE MEMBERS AS NEEDED TO HIDE BOLT.MINIMUM FINISH GRADE" V i ' ' `V'2 A 2OF WOOD TO REMAIN AS SHOWN. D `•F THREADED ROD HOLD DOWN. D D d = _- III-III- W 7/16"OSB FASTENED TO ° I I=I II=I I I d O RB E L DETAIL °Al_IiI-II Iil-I i t=til 8 I i l=i i l= FRAMING W/8d AS SHOWN IN I I-I I-I =111111-I I I-I� _ - I-I I=I I: CONNECTION SCHEDULE THE TABLE BELOW 3/4"= 1'-0" I I I, ,I I� I I I=III-III= I I-iii III, I i=I I=I I=I I-I I=III=i I=l i= NAILING UPLIFTUPLIFT RANGE CONNECTOR PATTERN 1 HEADER KING STUDS ARE UPLIFT DESIGNATION asci (tOd COMMONS) ACCPETABLE AS SHEAR WALL TYPICAL GARAGE OPENING DETAIL END STUDS Q U1 1200-1450 HTS20 20 U2 1450-2900 (2)HTS20 EACH STRAP LL U3 2900-3965 MGT 22 INSTALL DOUBLE STUD GROUP 2x4 LATERAL AND DIAGONAL TRUSS AT EACH END OF SHEAR WALL. BRACING AT 24"O.C.. FASTEN EACH U4 3965-9250 HCTZ 16 FOR DOUBLE SHEAR WALLS, END WITH(3)10d TOE-NAILS. USE(4)STUDS. NO.2 SYP DOUBLE TOP BOTH WALL HEIGHTS (TYP).TE IGH UPLIFT CONNECTION - ATCco N C M cc I 1/2 ANCHOR BOLTS AT 24"O.C. 1/2"= V-0" 01 N BETWEEN SHEAR WALL ENDS. W 0 W EMBED 8"MINIMUM AND USE 3" �C �? a`� p p SQUARE WASHERS. D FLOOR TRUSS SYSTEM BY OTHERS. 1. USE 5/8"ALL-THREAD FOR MGT CONNECTION TO SLAB.EMBED ALL-THREAD 12"INTO FOOTING. p o 0 D D D U w U. p 2.USE(2)3/4"ALL-THREAD FOR HGT CONNECTION TO SLAB. EMBED ALL-THREAD 12" INTO FOOTING. A> ° D D ° °pD INSTALL BLOCKING BETWEEN ° FIRST TWO STUDS OF HIGHER � PLATE. FASTEN OSB TO BLOCKINGS W1 8d COMMON NAILS "---- @ 3"O.C. _'-- SEE WALL SECTION FOR DETAILS. M X ttf SHEARWALL SCHEDULE (2)SPH WITH(8) M o SHEARWALL EDGE SPACING SHEARWALL ANCHOR SIZEN � AND EMBED 10d COMMON NAILS. o TRUSS BRACING AT WALL � Y DESIGNATION 8d NAILS ANCHOR 11 DEPTHSEE TYPICAL WALL SECTION FOR M °' SW 3"O.C. 1/2"ROD 1/2", 12"DEEP ' THE REST OF THE FRAMING D; WALL SHEATHING PER TYPICAL Nlll�q SW2 2"O.C. HDU8-SDS2.5 7/8", 12" SPECIFICATIONS. WALL SECTION. �+►����+,� Ay�� iio�i� (2)SW 3"O.C. (2)HDU8-SDS2.5 (2)7/8', 12' 4 � `'•• �� �i (2)SW2 ' 2"O.C. (2)HDUl l-SDS2.5 (2)7/8', 12" • 2X6X6'SCAB. FASTEN TO TRUSS ,�4�:• •• � N ��Z NOTES ROOF TRUSSES OR TOP CHORD WITH(2)ROWS OF CONVENTIONAL FRAMING 10d NAILS AT 6"O.C. 1."(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. FASTEN BRACE TO WALL WITH 16d `L " NAILS. • 0 �: 2.5/16 HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16 OSB ON EXTERIOR WALLS IF •• ��r. SHOWN ON THE FRAMING PLAN. I TRUSSES AT 24"O.C. G� '"• �N�� �� i e 3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE p ° ° , 2x4 No.2 SYP BLOCKING AT 12"O.C. s -����� FRAMING PLAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW '° e �� :t> a FASTEN TO BOTTOM CHORD OF OPENINGS. ° ° ° D ° ° TRUSSES WITH(3) 10d NAILS. 2X6 TOP PLATE. Sheet No. � 4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C.IN FIELD WITH 8d COMMON NAILS.SEE BEARING WALL BELOW. TABLE FOR EDGE SPACING. PLATE HEIGHT CHANGE 1 � OVERHANG SCAB S5 SHEAR WALL ASSEMBLY DETAIL 1 p z WALL BRACING DETAIL 3/4"= 1-0 e. 1/2"= V-0" a 5 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and Improper reliance on this document without written aulhorhadon by Alexander Grace Consulting,Inc,shad be wldwut liability to Alexander Grace Consulting,Inc. I li it i I s { i r N Concept Dedgn Consultants 1 11 FII IX N I-ILI t1­I T1C�3a�uW1ng Contractor : . Building Contractors,Inc. _ t t++llM ttC Al AND RESIDENTIAL -0320 k NOTE: ; - A r-'7UNDATION SURVEY BE PERFORMED AND A ;-,?PY OF THE SURVEY Y SF'�,LL BE ON THE SITE I FOR THE BUILDING INSPECTOR'S USE PRIOR TO FR.-,' MING INSPECTION. ALTERNATIVELY, ALL PROPERTY MARKERS SHALL 1 _ BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 436 Beach _ SCALA: I ntiorl a 32233CAW Atlac TSD PRNI PA L Monday, August 12, 2013 CONST CTION ISSUE RZOJE PJ�A August 12, 2013 PERMIT 1,5,5uL I i i i DIMENSIONS: 54co OVERALL DIMENSION: TAKEN FROM EXTERIOR i WALLSflou�5L INTERIOR DIMENSIONS: TAKEN FROM INDEX OF DRAWINGS STRUCTURAL MEMBER (STUD OR BLOCK), NOT - - POL16TIN4 SHEETROCK. N�: V 410KIL SITE A TE PLAN / CONSTRUCTION PLAN TYPE OF CONSTRUCTIONA. . . . . . . TYPE V-B DIMENSIONS ARE IN SQUARE FEET. A-1 1st & 2nd FLOOR PLANS OCCUPANCY CLASS... . ....... .. . . . ... . GROUP R-3 436 5L.4cfl AVE. G 1ST FLOOR: 1 ,592 A-2 FRONT & LEFT ELEVATIONS AT�ANTr Aca.Ek L A-3 REAR & RIGHT ELEVATIONS F 2ND FLOOR: 1 ,65 0 32233 A-3.1 GARAGE PLAN & ELEVATIONS APPLICABLE CODES: TOTAL ENCLOSED: 3,242 A-4 SECTIONS & DETAILS 1 . FL. BUILDING CODE - RESIDENTIAL 2010 DETACHED GARAGE: 1 ,200 A-5 SECTIONS & DETAILS 2. NAT'L ELECTRICAL CODE 2008 . A-6 RAFTER END DETAIL PORCHES: 672 - co /LZ'5� �E3 . FFP CODE 2010T E-1 FIRST AND SECOND FLOOR ELECTRICAL PLANS ©"" © 4. ATL BEACH LAND DEVELOPMENT CODE CC.*TOTAL COVERED 3,914 E-2 GARAGE ELECTRICAL PLANS F NOT INCL.DETACHED GARAGE L&, S STRUCTURAL PAGES COPYIZI4'4JT 2013 ab. LINDLEY TOLE5E1zT d�SIC�'N. INC. ALL 12-10Tb �E R.VEP. NO PAIZT OF Tflib �VOIZV- MAY bc- u�D, riEP�OPUCr- , PIST��uTEe. Di�PLAYEd OP- oTLIE��Vi..��- °�MM IicAT�e IN ANY FOa.M O� bY ANY M�AN6 �ViTLIOuT P12-101Z �V�ITTEN CON-'-)F-NT of uNr�L�Y ToL�ERT DE�iGN. .iNc. MAP OF SURVEY { LOT 3, BLOCK 22, PLAT No. 1 , SUBDIVISION "A' , ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 55 PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, SAID BLOCK 22 IS ALSO KNOWN AS BLOCK 20, ATLANTIC BEACH, PLAT BOOK 5, PAGE 64 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA. Concept Dedgn Consultand t{ l LOT 4 Building Contractor FOUND 3/4°.IRON 145.29' FIELD FOUND "X" CUT IN UJ / Wrr_,�,_,`,7, :"�-•^iba�a-',._.-_-....a_.■a-A1GA,!gk!L..z.--. .�......A4.. .d•vv_.^,'-w3�iaL•.._.-.....A......kd1tt8A!!E.-�-.__.-•t....Aaa-...,Aa�,.-v-,_`.�e...'-.A,.;.d..t.-_.A s..'.`•':.t••.:-va:a -_.•.._...A iA_.••---1eat,R- --..-e�..e...'.,:>..�}wu...,.m��..x,,,A._x=A..:�-_c.t,-.•-o-.AaiR._,...-_x.Ad}-_.t.v._..._.�.a.i)t.•_.t.i--.etae.�-....-,�n..3.-o-wa._,.._-.-, .r..tetc.�a_...,.•-.._-'.\ta.,-.-..-�-_.e�'',�.;w:`...-^-..�.- x_;`-•.. =--oa.aa--.rd•y.a.i..0 d-._�1,A.e an,_-...-,st-...4...x_._2�°^�z._�._.£., AA-„o.a�_.,.o.--L.k�-MA,•a_t5K._.-..-e.µ...akWt.t-AF�dfd .b e^�-.,.'xd_-.-k���}«.a_.._��.,:x.))t.➢t—➢d�~. -..,.re_.\�.�k.A}➢yt.1., ..,..•__-.,d. -_�ma.AA-J➢t1.. i�.e Afo-aw!-_t..w�;tF"L■..t.`L �r ,�'_`x.Q-.;_^o--aa-�w_rx�.__..-.._..t.!-AARR,Ag..d.f<a..-.."-.-.•+'b` •,-, ...t3..sR£AgA,-.-..a-.-•.L`4_p an^a-a-'ee a a+�._._.-..t!. a.s trs ya-.a."_�.t!..F:g_+•�y a�^•-�eaa+�_-,__:F!-AAAFg�........J"-,.j,°M .._.]..s;..^aM-s-Maa,.�_..-Jt!-x,Ag.b._.�.-�.'tL„d-:j'�•p -weaaw.._�_-.-ti.ALAFgA_s-•`wr-.�,4,X,�-r.aa.,�.-.-..-iF.s.4A.b-.�.��a'.x`,.--,y d.w-maa�_..w. o- .,.A,.'^e`-y Z a•,eaa--.--_.-.. .--•Rag°))-_--A`-�>s��f1 Nw-•.._.ik,;.._-,-U_..`A�cAAgdtt•1_-,■.`■�-Q>d�,--.�a�a.„_.-`...[.. -,v ,RRA A - _3 ..a,-...R`aF3P•n° RFFA -_.-- .. . RARR AAA°➢n___ - _ w.- O C�ia6 QtYmUJ� UZ RlEVI� IO N f fngrPIPE, NO CAP ntr..a. tar p Inc.CONCRETE FOOTER 1 .0 � y -E��SILT FENCE - - .a_ a. -L L0 -d_. J_ _A., _A_ COlMERCIALAHLRESIDENTIA04 . v -k- -k. -1 -L. k-. -d_ .k-. AL. .k-. .L- aLak- _k. k. - i \04- 10 0. .y, L y O 'Wvt R- 77 0 L0 LU O , NOTE:xXo 1 A FOUNDATION SUR EYo � LU > SHALL E PERFORMED AN DW Sw A COPY OF SURVEY N' W IL SHALL EON THE SITE PASERQo OIT"' ,OFOR THE 3UILDINCj O L. 0)a INSPECTOR'S USE PRIOR Nt LLFRAMIN INSPECTION. ALTERNATIVELY ALL I— PROPERTY MARKERS SHA_ t •Y v A” ■ aa_ BE EXPOSED AND A STRING Wu STRETCHED FROM MARKER a_ J. Jd_ Z(j _.A- _A. _.A- � _-A, t �e ) W.. ." ... TO MARKER TO VERIFY _{- .3 __'L .-.d REQUIREDSETBACKS. 7- 0 A sLT FE � �FOUND 3/4" IRON SILTFENCE 3.6 FOUND 3/4" IRON 0.9' PIPE, NO CAP PIPE, NO CAP 0.2' 143.76 143.92' FIELD AREA SCHEDULE NAME AREA LOT LOT SIZE 7,228 sq ft. ,I1.IIi,I i 1 I � I r n" PAVE R AREA EA @50%CALCULATION TION 533 (1, 066 actual) sq ft. .. „ q - FN /S _ A POOL COPING 56 sq ft. C4DDL:�R ID = MAIN STRUCTURE 1,592 sq ft. COVERED PORCHES 512 sqft. T6 GARAGE 600 sq ft. PR4 =d Monday, Aug ust 12, 201 3 NOTES: TOTAL IMPERVIOUS SQ FrG 3,293 sq ft■ PR�JGC P1 A�E'TOTAL LOT COVERAGE % 45.56% PERMIT 1,5,5u[_u[ _THIS IS A BOUNDARY SURVEY. ILDING RESTRICTION LINES AS PER PLAT.NO BU ANGLES PER FIELD SURVEY AS FOLLOWS: A 90002'53" B 88023'21LU �-C 91037'14" D 89056'32" NORTH ARROW PROTRACTED FROM PLAT. ofloub�: THIS SURVEY WAS MADE FOR THE BENEFIT OF POL16TIN4 LINDLEY TOLBERT DESIGN, INC., A FLORIDA NL\V flomL CORPORATION; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; AND ANSBACHER & 436 I3E4C.- 4Vlj � . o 0 20 40SCHNEIDER, P.A. (FILE No. 1203060). ATLAW171C DAca fL SC ALE: � 20, 32233 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS ITF- PLAN DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL NUMBER 120075 0001 D, REVISED ............ ....... ............ .. FOUND 1/2" IRON APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL PIPE, NO CAP COUNTY, FLORIDA. FOURTH STREET 29 FR I 40' RIGHT OF WAY PAVED PUBLIC ROAD aL - COP � 2013 AD. LINDLE OLDER DESI N, INC. ALL RJ �T� RESERVED. NO PART OF Tflb \VOP-4 MAY DE USED. REPRODUCED, DISTRDUTLR DISPLAYED OR OT1JF— Z�VI� COIv�ML�IICATED IN ANY FORM OR DY ANY Iv�EANS �VITflOUT PRIOR WRITTEN CONSENT OF LINDLEY TOLD ERT DESICi N, .INC. YAG T Y T T �' G i � I 35,-4" 35'-0" h 14'-2" 1'-8" 14'-2" 35'-0 1'-811 1_ " I 211 15'-0" 5'-0" 15'-0" oil 11 3 1 Ir 11 rr 2 1 1, 11 11 5 1 5-10 -4 5-101 2-16 -6 5-101 3-14 -1011 3 O i PAIL— Ilk GAS ENT f' Q —� - - - - Rt 1 I ire ® • S'-4" g�-411 51.61' 1 1 ,1 1, 11 1 0 0 5-43-4 5-4 I'. 1 B/SHWR 14'-211 " � �® I D Diur��aa�� � 14-0Concept � i C:11 80 - .. . G S STUBOUT O F R OUTDOOR OUTDOOR °° �EDR OM \ (REPLACE FIREPLACE S'-0" CEII ING HT. _ 1 1 T ) ; . a T.B.D. N F 00 CAR ET O CV COVERED PORCH _ x LO _ k DBL 3'0'1x81011 M BEDROOM Buidng Contractor 9'-O" CEILING HT. 00 °D EDO ROM *4 _ o p CARPET CV CD 10'-0" CEILING HT. � _ O a B; C0 Cfl DBL 310"x8'0" cV WOOD O AC CHASE p Btfiidirlg Gr�ntca t rs,.Inc. CM ; w. ' - , c<1 - MICRO C B "18" = F N o ---- ------- REFRIG \ co = +CtIIMMI f A. a R)�SIDENTIAL 41_0,1 30" 48" �- O DBL 2'6rlxa,°„ 0 1 c0 CV Q w i ' 1 ' rr \ 1 " 11_8° cV 2 , M N �„`' �' 0 20 Q M 12-4/ `_4 1 j= 3, 11 4'-0" 1'-3 = 14'-91r o a xs iv xa o DBL 2'6"xa'O" � 8 811 O O1 _ O 1 ECTRICAL C, cfl CO - - PANEL 1 1 r Ir _1 ,r 1 12"SHELVES CV N 5-0 41-0 cAe - - NOTE: oDUQLi co CV � - 0 1 n =a 19 18 17 16 1 - _ TILE „ A FOUNDATION SURVEY 00 �- 2'-811 _ 11 1 12"SHELVING00 13 / N \ SHALL BE PERFORMED AND " Z 1r PANTRY STACK � cM � 101-4° � WOOD N co m d' O Q \ 2 � 10'-0" CEILING HT. O o _ = - ,1 11 '3-6 I =4= A COPY OF THE SURVEY .'z'6"Xe'o w KITCHENETTE _ ,,•'PIVOT SLUING WooD In 4 _ - " ' _ SHALL 133E ON THE SITE 3'-10"• _DOOR 2 4 x8 0 - 2 8 x8 0 _ b VSS,JUUAV4RrRIGERAT LINEN / 5 n 1 , n 10'-11° = - 1 1 3-11/8 `� .- ------------------------, " = FOR THE BUILDING i o N o ----- --- 12"SHELVING C c+� N cABiN�rs ► r „ „ 00 N n c INSPECTOR'S USE PRIOR TO 12"SHELVES 8x8 0 , 2'6"x6'8' e— , 101-10%" ; , ' HAND HELD LC) ' LL w SHOWER— LC, - a, FRAMING INSPECTION. KITCHEN - 1 - Z S ABATE VALVE 1, - ,-r,T - - - — °,; -' ALTERNATIVELY ALL N o 10'-0" CEILING HT. � O 1 _8 p 14'-115/8" 4'-0" e = N M w LL _ 11 1 1 3 ,r Ir 1 1 11 PROPERTY MARKERS SHALL WooD m �, STONE I I I 2,0 6-10/8 �0 3-6 _ z In g " 1 0 Ic HT I _ 6 N BE EXPOSED AND A STRING o� a 1 11 _ UJ O 1 ga.s" cfl M Q 7-6 ? 1 SHOWED 1 c��HT M CLOSET 5 STRETCHED FROM MARKER i— It U SEAT _ _ - CD _1 -------- ---------------------- 1 11 = q e'-d' CEILING HT. 4 TO MARKER TO VERIFY =N -3 REQUr QED SETBACKS. j cv -- 3-6 Z - 11 M - ------ I _ Z \ _ c � cARP O _ p , 5EDROOM 2'6'1x8'0" , = 2 9 O 9'-O" CEILING HT. _� 2-93/s' w `4 I LO [Q N ir7 WOOD � ------------ o� 5'-9"000000000 3 I 1 18'-11$/e" 2 b,xs,o,r 24„ l s WARMING (D 12' 50 BEAT ROOM 'RAWER !� 10'-0" CEILING HT. �. _ SCALE: i WOOD _ �N CY 4'_811 9'-5s/8" 4'-101' SHOWER RECESSED LO ' M INTO FLOOR TRUSS _N _ /� 11 1 I/ 1 1/ 11 \ N CaWUA R 19: N 11.81 31 Ir .1 31.011 1-5/ 3-0 3-0 _11-1 0 SO /MAO FLOOR IS FLOOR LEVEL o '� M I^� { 0 19 RISERS 3/16" D L 3 xa O DBL 3 x8 O 3 „ m Cp T5D 14'8/8 3'-10" � Hos IB - PA E: _ � • � - w STONE , Ir , 1 � 1 - - 1 Ir 1 5 „ 1 11•- 1. 6 xs o Fonday, Au ust 12 2013 N Z� 5-2 9-5/e 4 8 30 9 1 M z 31_6° P20JEC PflAA 21 Ir 11'-23/" 2'-0" �' o� wooD _ o 0 _ PLPMIT 155U1- - _ MT SEE DETAIL 2/A 5 O � "-� N FOR DECK FRAMING cn --------------- LO HEADER oI8A.F_I - -- V 67" UB p 2 4141 / 41-81' s''oI__- -- -- O C C3 swam \ - - -- ELECT AL 19'- '/8' 4'-0" 1 RJ �* ' 1'-8" T-0" 3'-0" 3'-55/8' 3'-0" 3'-0" 101 11'-6" 14'-83/" DISCON CT M 00 AND MFS R DBL 3' "xa' " _ DBL 3.011Ya'o" e— Cp HOSE BIB ' 1 " 1 " CODINING O M I Alr✓- 5-2 91-5%" I IO'-O" CEILING HT FRONT COVERED N 00 RON O FRED PORC o oo to " CEILING HT. Lo 0 1 0toll9'-6 13/16" I 8'-10 13/16" 6'-3'/" 3'-2" 6'-3 3/32" 12 x 15 0 � WOOD � _ � r' WOOD 2 19'-35/8" °D 1 31-611 11_83 8' _ 31_611 1 19'-3%" 15'-83/" ' 0 _ _ 35'-0" POL_IbT�NI� I 11 1 11 flomEi1 ,1 N -QN CVil CV , 346° �--346° ALL SECOND FLOOR DOORS " SEE°ET"""A� TO BE SET AT 8 FOOT HEAD HEIGHT let FLOOR. 1,592 SQ-FT. 4-56 E5F,4cfl AVE. a 0' 9'-6 13/16" 8'-10 13/16" 3'-6" 8'-83/8" T-6" 2nd FLOOR:J 1,650 SQ-FT. �' �L ALL SECOND FLOOR WINDOWS 32233 ' 19'-3s/" 15'-83/" TOTAL �-I(G: 3,242 SQ—FT, 351.01/ TO BE SET AT 7 FOOT HEAD HEIGHT l SEE DETAIL SHEET A-5 let FLOOR: ALL FIRST FLOOR WINDOWS PROVIDE 2 FLAIR OUT AT FOR WINDOW AND DOOR T FRONT P01C+�: 150 SQ-FT. fLOOZ PL.4N,5 1 TO BE SET AT 8 FOOT HEAD HEIGHT S ARTING COURSE OF REAR PORI-I: 372 SQ-FT, JAMB DETAILS AND CEDAR SHAKES 2nd FLOOR: FIRST FLOOR PLAN BALCONY RAILING DETAILS SECON L R p FRONT PORC+4: 150 SQ-FT. D F Oo LAN 1/411:11 TOTAL SQ FTG 3,914 COPYrzi�flT 2013 AD. L_INDL_EY TOL_DE IzT Pll GNR INC. ALL 12441T6 NO PART Of Tf115 �VOIZIL MAY 311 W)F-P- RLPIZODUCEd. P16TZIDUTLD, IDISPL_AYED OIz OTiJF- VISA COMMUNICATE P IN ANY fOP-M Olz E5Y ANY ME-ANS VITIIOUT RZIOIz \VIZITTE.N CON61.NT Of LINDL_E-Y TOL_bFIzT INC. a t, I �. 12 12 51/-CRIMP MTL. ROOF. " 12" O,C, PANELS, ONYX MILL FINISH (TYP.) { T.O,P. 20'-7" i 000R HEAD HT G 19'-4 3/4 I WINDOW HEAD HT m 18'-4 3/4" I EXPOS 2X6 Concept Design Consultants � JL III P.T, R TER I BLUE LABEL TAILS _ UMB CUT CEDAR SHAKES N 2X8 1 .T, FACE TRIM ' L I I I I 2X121P.T. TRIM A R:C , 1 I T C T�U RB Till I I III 2X6 P.T, CORNER s SILL HT 13'-4 3/4 r. 44 R Building Contractor F,F, 11'-4 3/4° 2x8 PT 2 TTOM F AI f: I T.O.P. m 10'-0" 2" BOTTOM FLAIR 2X821 AND BOARD k g �—o" 3X10 Building.Contractors., Inc. HEAD HT 8 O ' 2x8 TRiM BOARDS + t1M,M i t� Ike 1 N01 RIES1,El T i�1. I a ...... SMOOTH ELASTOMERIC STUCCO FINISH 12" ROUND TUSCAN PERMACAST COLUMN 2x coNtluuous SILL NOTE: nil, 4 I : 'X : . A FOUNDATION SURVEY :. ' .4... FLAT HARD I E PANEL TRIM tO'F,F, TRIM SHALL BE PERFORMED AND OUTDOOR SHOWER 11012x12 2x12 SMOOTH ELASTOMERIC F,F. - 2'-6" STUCCO FINISH SHAD >3E ON THE SITE FOR THE BUILDING 0! 9'-6 13/16 I 8 10 13/16 31-6" 81-8%" 31-611 INSPECTORS USE PRIOR TO FRAMING INSPECTION. 19'-3%" 15'-83/" ALTERNATIVELY, ALL FRONT ELEVATION PROPERTY MARKERS SHALL 1/4":1' 41.011 35'-0" BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. '� R�ViSIoN� Y. PLAN cI­IANqL6 o6_o3_2o13 SV-CRIMP' '1TL. ROOF. 12" O,C, PANELS, ONYX MILL FINISH (TYPJ 12 12 6� xA F4- 1-011 T,O,P, g 201-111 t IRV _ CAPP UAC IZ V_ A. WINclow HEAD HT 18'-4 3/4" i T5d k EXPOSED 2X6 PWA E° BLUE LABEL— ===#= JP.T. RAFTER EE LMonday, August 12, 2013 CEDAR SHAKES TAILS PLUMB CUT PROJG.0 Pla Ill I I 111 Illy 11H H I IIH 31_ PE24T I5,A)LE SILL HT 0 13'-4 3/4" 1 10'-7" 10'-6'/4' ° 8'-3" 10'-2'/" F.F. JJ �� I �� �� �� �� �� Ell �1 . �� i 11 4 3/412 T,O,P, 10'-0" :•.: 12 17 HEAD HT m 8'-0.. DE EL IEI z Li Ll v— v OUIIIiI5L 5 CO POLL5TINA a. OUTDOOR FIREPLACE E . . OU TD00 RflomF- 'm 4.. NES` / FF t 01-011 T.B.D. — HOWER i - — � 2x12 2x12 .. . % 3 �_0 ' " ' " ,4aC�, FL 1'-0" 7-63-8TLA mTIC 12'-2" 13'-3Ya" 121-4%" 10'-2Y2v' 4'-2" 3'-8" `'-0" 1811 2'-0" 32233 61_8„ --I 2" x 12" BAND BOARD2" x 12" BAND BOARD 40'-03/4' 9' It 8'-6" 51'-0%" LLL\/-4T10N,5 61'-63/" 1 LEFT ELEVATION 3 �I coPY2IOT 2013 ab. uNDI_EY TOL_3E2T DEIGN INC. ALL 2I(;�.ITS 211-15E2VED. NO PART OF TJ6 V012-4MAYDE USED. 2EP2ODUCED, DI6T2IE5UTED. DI-5PL_AYED O2 OTLILIZWI-5E COMMUNICATED IN ANY FOIzM 02 5Y ANY ME ,4N5 \VIT.IOUT P2IO2 WRITTEN CON6ENT Of L-INDLLEY TOL_I5E2T PC_510. INC. i 1' 12 12 i T,O,P, g 20'-1" UUIN OL1 N AHT 0 18'-4 3/4" D ED Design Consultants 2X8 P,T, FACE TRIM N s 2X12 P.T, TRIM N BLUE LABLE 2X6 ,T, CORNLLER CEDAR SHAKES -.� 0 P R ER 11 11 IH I Jill t1 IT B : T V R. F SILL HT a 13'-4 3/4" F,F, ,m 11'-4 3/4" 211 BOTTOM FLAIR Building Contractor 12 Q-O" 4 f 17 ri � co I DOOR / WINDOW HEAD HT 8'-011 eu�ld�n Gvnlr r:tr rs,Inc, 1, fiM1�lERGIMAND RESIDENTIAL OUTDOOR SHODUER = '1-0320 r J a OUTDOOR 00 FIREPLACE . a T.B.D. i Q : SMOOTH ELASTOMERIC NOTA: I I I I - 1 STUCCO FINISH F.F. 0'-0" ;. A FOUNDATION SURVEY 1111L L' IMLL E PER ORME N H ALL F D S A DA >33 A COPY OF THE SURVEY F.F, - 2'-6" SHALL 13E ON THE SITE FOR THE BUILDING 15'-9" '-0 1'-10" 2'-0" INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. 0111'-8"^ 14'-2" 1'-8" 141_11 1'-811 ALTERNATIVELY, ALL PROPERTY MARKERS SHALL i REAR ELEVATION 13E EXPOSED AND A STRING STRETCHED FROM MARKER j TO MARKER TO VERIFY REQUIRED SETBACKS. RE>/L'SI01� PLAN CJ..IANG ES 06_03_2013 f �I 12 12 1 SCALL: 1 F4' _ 1 -011 T.O.F . 20'-7" CAPD USEfZ ID. a LUINDODU HEAD HT m 18'-4 3/4 1 1 1 11 1 111 uni 111 11 2"x8" T POSED 2X6 Monday, August 12, 2013 P,T, RAFTER �, xLW_0_J1_CTP• JASE- I TAILS PLUMB CUT ,PE2 I- I,5,5LIE I MT BLUE LAMLE SILL HT 13'-4 3/4" CEDAR SHAKES LJ/ I I 2"x12•, IH 1 1. 31_61 5'-0" 8'-1'/z' 13'-4'/4' 8'-53/4' 12'-7" 12 F,F, 'w 11 -4 3/4 a T,O,P, g 10'-011 12 2" 2' 61 y T,O, P. 9- O 1. 1 HEAD HT 8'-0 . flou�5L Z C3- 0 U - X O i a POL16TIN-4 a. OUTDOOR FIREPLACE Q \ / TB " NES FlokIr- il F,F, t O -O mv 2X12 2X12 2X12 436 E5E.4Cfl 4VE. II - '1 •'f F,F, �► 2-6 �{r�.� . : . . . . . - . . . � .. . . . � . . .. . . . . . . .• • � - � � • � � � � � � 4— 16 16 CMU P1 11 x " PIE4TLAax V I-L ELECTRICAL AC POOL SERVICE UNITS EQUIP (SEE STRUCTUR.4 ENGINEERING) 32233 2'-0" 3'-6" 10'-1%8' 22'-105/8' 8'-6'/" 6'-0" STUCCO , 2" x 12" BAND BOAR 51'-0%" 7'-6" E V470N� 53'-0% 8'-6" FE 7 RIGHT ELEVATION j COPY244-IT 2013 AD. L INPL_EY TOL�E2 'N.T PL-t INC. ALL2IG�IT-) 2ESE2VEP. NO PA.2T Of T115 V012-4 MAY 15E U6EP, 2EP20�UCED. PI,5T2II5UTEI7, PI�,aYED O2 OT�IE2\VI-5E COMMUNICATED IN ANY fO22 3 M 0Y ANY MEANS WITHOUT P2IO2 WRITTEN CONSENT Of L INPL_EY TOL_E5E2D T E510. INC. 12 12 6 r 6 #: a � AREA SCHEDULE 113 , „ IJ IJ IJ U ILI U IJ IJ — - 3'-0111 13,-0" 3'-7" 3'-0 'T�0 3"J 3-0 131-0 s ,A AREA 1 11/ 3/2 3/ 3/2 o50 N NAME 1 E 3050 3050 r- 3050 3050 3050 LL O FIRST FLOOR 600.0 sq ft. 11 SECOND FLOOR 600.0 sq ft. _ Concept_ Design Consultants o _ o N J + Q r o a 21_611 31.21 1_3, 1/ UPSTAIRS DECK 64.0 s ft. �, N q co 51/' 31/2C. 7 � � & - - HIIEXTERIOR STAIRS 70.0 sq ft. W B MI I CO _ a' t0 12 — OL0 Io TRELLIS: >< 1 u0�91 Contractor ---- --- • TOTAL SQ FT .. 11264 SQ FT _- -_ 6/1 SLOPED CLG ____ --- APPROX. 11 -1 0" FLAT CIN 2'-0' 'x 6'-8 - - O N o ------ ---- - N C(UNDERSIDE F COLLAR TIE ) 0 4 O Suddi« Contractors., Inc.. t 0 1 c -- --- t 1++IMEIrt >L kl ID RES1:1DENITTAIL Q --- o--- --- 1-+ o M V N _ - - - \ to OJ 2' "x 6'-8�, _ EAST ELEVATION " 3'- 6'-11x" 21-s1 11 s'-71x11 Mo M w ---- --- NOTE: I 00 1'-0" 1/4" = „ ---- --- A FOUNDATION SURVEY ILI 1 2650 2MO I[ 12 12 , 305U3a3o SHALL 1.3E PERFORMED AND 6 6 A COPY OF THE SURVEY e 1 0 3'-51/2' SHALL t3E ON THE SITE � I °I - - _ -- --- - FOR THE.BUILDING - - - - - - - — - — INSPECTOR'S USE PRIOR TO " I IIUII 11 111 131-411 F 1N INSPECTION. } - - Hull 11-HIII III . �- - 1 11 ,_ 11 G i 1 -4 ALTERNATIVELY, ALL - - - - { • 2' 0" 3' 0" 2' 0" 16'-0" 2'-0" 3'-0" 2'-0" PROPERTY MARKERS SHALL c ----- - - 0 0 13E EXPOSED AND A STRING O) O STRETCHED FROM MARKER TO MARKER TO VERIFY _ _ a 301-011 , REQUIRED SETBACKS. II r ) -_ - - - - - - - - - GARAGE SECOND FLOOR - - - - - - - �� I - -_ -fir ,z 1 11 H LL — - - - - - - - - � 4 - - - - 1/41' -0" _ - - ALL: o - c 1/4" = 1'-0" 0CD 0 oo CAPD UDR ID o 30011 TSD .. ... . . '•1 1/' ... - PwjNT DA L: 5'-11/2' 9'-10%" 9'-101/2' 51-11/2" day, August 12, 201Fon3 1019 _ 10" PRO..JEC PSI � SOUTH ELEVATION 6 FOOT PRIVACY NORTH ELEVATION STORAGE ROOM €__ __=°--- ------------ ------------- ____ --________-_ ______________ __� PEIZIV�IT IJ`JLIE GATE SET AT _____ 1 11 _ 1 11 11 _ UNDER STAIRS - . 1/4 — 1 -0 EQUAL DISTANCE AS SHOWN 1/4 — 11-011 Ch " " , 11 1 n '51/2" 1 " 2/2 5/2 V-0"x 6'-0" 5Y2" 5/2 9'-0"x s'-o" 5/2 5/2 s'-o°x 6-o" 51/11 21/z" j HOSE BIB `° o 4 -1 )lot 12 11 " 111ri 4 ---------------------- -------------- ----- --------- --- —-----— TIN-4 poL_i� _________ 04 floml- CD t - -- N OLI _ --- ---- r i II 436 m .4c.0 AVE. I L4N-I5cjxa fL - - - - _ 9 -- ----IIT Y 32233 T T D 12 1 � 4 0 _ TACKE _ 3060 GAS STUB OUT O TRELLIS 306o G G — _, m FOR FUTURE O LU 3'_6" SUMMER KITCHEN 23'-011 c N 31-61' 30'-0" II GARAGE - FIRST FLOOR No RT[I 1/411 = 1'-011 WEST ELEVATION 1/4" = 1'-0" �li� �Vo�C a �� uD. �PRODuc�D. DiSTw�uT�D, Di�PL_aY�D o� oT�I���Vi�� coMMuNicAT�D IN ANY Fob 02 �Y ANY ME �ViT�louT Przior� �VwTT�N coN��NT of uNDL_�Y ToL_���T D���'N. INC. coPYRiG11T 2013 an. L_INdL_�Y ToL_6ERT DEIGN, INC. ALL Ri4.�T� IZES��.V�D. No PA zT of T MAY N i it I 1/16" OSB 1 1 ry O e Sv - CRIMP METAL ROOF, RESIDENTIAL MILL FINISH 26 GAUGE, 300 FELT UNDERLAYMENT g 5V CRIMP METAL ROOF, �+ *� A �I �+ ' I / /�' I 2x4 PRE-ENGINEERED ROOF RESIDENTIAL MILL FINISH 26 /�GAUG*E, TRUSSES AT 24" O.C. WITH 30* FELT UNDERLAAYMENT 2x6 PT RAFTER TAILS JI R-30 1x6 BIRD BOARD W/ PENT INSULATION "A BED MOLDING XXX 2x4 PRE-ENGINEERED ROOF 20'-4 3/4" TRUSSES ,AT 24" O.C. WITH 1x2 DRIP EDGE PL, HT. 2xro PT RAFTER TAILS CONT. METAL FLASHING t • � 1/2" GYP. BOARD I 1x3 CONT. F.J. CEDAR TRIM I WM-41 CROWN Concept Design Consultants I} 3/8" BEAD BOARD PLYWOOD, FACE DOWN 2�-0�� MOLDING } P. OVERH G (2) 2x4 WITH TOP PLATES REINF. W/ TOP STRAPS A R-30 2x8 FRIEZE eOARp C C, AN HURRICANE CLIPS � � .�: � , D RR /� II'' II *�T INSULATION (SEE FLASHING (SEE STRUCTURAL DWG'S) X R l,� I LC '� LUR Ix& 51RD E30AARD W1 V N �� COVE MOULDING R-19 KRAFT FACE % 10 2x6 CASING INSULATION BATTS IBED MOLDING1/2" GYP. BOARD B uulding Contractor J"_ A- 'k J�� _k20�-4 3/4" , C.0 1x2 DRIP EDGE ` ' PL. HT, Building cvntrdctc�rs,Inc. i of 2 ^ o s < CONT. M 1 FLASHING � + OHMME, +cx�� ARD RESIDENTIAL METAL L � 1/2 GYP. ]BOARD A. /►� ryry/� V 1x3 CONT. F.J. CEDAR TRIM v UJM-4� CROWN 5EAAD 5OAARD e 1='L1'UJOOD FACE DOWN2�-OII MOLDING NOTE: � I Le 5-1/2 WOOD BASE-BOARD I YP. OY RI-I NCS (2) 2x4 WITH TOP PLATES 4x4 P.T. SILL 13'-4 3/4" A FOUNDATION SURVEY z I' I '�' SHALL BE PERFORMED AND IN1=, W/ TO STRAPS HARDIPLANK LAP SIDING GROOVE SILL HT ff 2X FRIEZE OAA R�/� 11 1= AT TONGUE AND GR E I S � �� AAND �IURRICAAN� CLIPS 1/16" OSB'PLPYW010D ISTURDI-FLOOR) A COPY OF THE SURVEY r PLYWOOD DECKING j a SHALL BE ON THE SITE {( /� I I e CS STRUCTURAL DwG1SJ SHEATHING GLUED AND NAILED MTL. FLASHING WOOD STUDS IN PLACE. FOR THE BUILDING SET a 16 o.c. W/ INSPECTOR'S USE PRIOR TO COVE MOULDING RBATT INSULAT-13 KRAFT ION 1-4 DEEP FLOOR TRUSS R-19 KRAFT FACE FRANatNG INSPECTION. f � 11-4 3/4 � d HURRICANE STRAPS 2nd FLOOR ALTERNATIVELY, ALL !I' 2x& CASING 13AATTS BETWEEN FLOORS (SEE STRUCTURAL DWG's) PRO ERTY MARKERS SHALL I ! MTL. FLASHING 6" BE XPOSED AND A STRING 1/211 GYP, IBOARDSTRETCHED FROM MARKER I t 10'-0" ' PL. HT. TO MARKER TO VERIFY 1/2" GYP. 50ARD REQUIRED SETBACKS. SAVE DETAIL \ WM-41 CROWN R1=VI;JIDN+ 3/4 (2) COAT STUCC MOLDING SYSTEM WITH SYNTHETIC (2) 2x6 TOP PLATE FINISH. R-19 KRAFT FACE I INSULATION BATTS TO USE PEEL t STICK 1/2" GYP. BOARD 4" ROLL AROUND WINDOW (TYP.) SCALE= SG.G. PLANS 2x12 RIM JOISTS ti CMU COLUMN PIER 12" CMU COLUMN PIER ANCHORED TO CAM L1�ER ID= COLUMN PIER TbP PA 1. K., Monday, August 12, 2013 o PROJECTPJ-IAA.E PEIZMIT 1, 2x8 PLATE ANCHORED TO COLUMN PEER 4" TIG EXTERIOR DECKING NNING PERPENDICULAR W/ HOUSE i a FOAM SILL WITH 5-1/2" WOOD BASE-BOARD STUCCO OVER 10 JOIST 16" O.G. 1/16" OSB PLYWOOD SHEATHING C.M.U. "J" BLOCK WOOD 2x6 STUD WALL AT 16" ON CENTER. 0 R-15 KRAFT FACED 4" REINF. CONC. SLAB (2) 2x12 JOIST COLUMN CENTER BATT INSULATION (SEE STRUCTURAL DWG's) • BOTTOM STRAP POL16TIN-4 10" ANCHOR BOLI VAPOR BARTER 8" G.M.U. STEM WALL a d a FINISH FL. 2x12 RIM JOISTS ANCHORED TO 5/4" EXTERIOR DECKING (SEE STRUCTURAL DWG's) (DATUM) I /� RUNNING PERPENDICULAR W/ HOUSE ��l►�C�--I f-�V L. COLUMN PEER FINISHED GRADE - ArTLANTIC �GAC�-I, FL COMPACTED, ' TERMITE-TREATED 32233 x12 PLATE ANCHOREDa, a GRANULAR FILL TO HOUSE STEM WALL FOUNDATION _ a - (SEE STRUCTURAL DWG's) /ZZ � T PORCH FRAMIN PLAN FRONT G 2 WALL SECTION - TWO STORY ' SEE STRUCTURAL DWG'S FOR ` SPECIFIC DETAILS 4 3/4":1' SEE STRUCTURAL DWG'S FOR SPECIFIC DETAILS COP PJ 4J 2013 AD. LINDLE OL�EIZ DE51 N INC. ALL IZI TITS IZESE►ZVED. NO PART Of Tf115 \VOIZL MAY 6E USED, IZEPIZODUCED, DISTwbUTED. DISPL4YED OIZ OT.IJEIZ�VISE COMMUNICATED IN ANY fOIZM OIZ by /ANY MEANS �VITflOUT PIZIOIZ \VIZITTEN CONSENT Of LINDLEY TOL6ERT DE..51C,N, INC. Y G T Y T T G �' I II, II I 20'-4 3/4" Concept i Design Consultants D U C C U Ing Contractor i i OCO Building Contractors,Inc f 8"x8" WOOD COLUMN W/ CHAMFERED EDGES f`INIMEt C)GAI A1 RESIDENTIAL AND APPLIED BASE n+� +� -i -0320 I, L/ # 2x10 NOTE: Q A FOUNDATION SURVEY Sx SHALL BE PERFORMED AND ACOPY OF THE SURVEY5/4 TECEXTER1R DEc ING i Q RUNNING PARALLEL W/ HOUSE SHALL BE ON THE SITE 2X& 2x10 JOIST 0 16" O.G. FOR THE BUILDING I W1 SCROLL END INSPECTOR'S USE PRIOR TO 11'-4 3/4" ( I' _ FRAMING INSPECTION. 2nd FLOOR IN 5ETWEEN = ALTERNATIVELY, ALL = PROPERTY MARKERS SHALL 2X8 TEi� BE EXPOSED AND A STRING 1 STRETCHED FROM MARKER 2" PL. HT. TO MARKER TO VERIFY (2) 2x12 SEAM REQUIRED SETBACKS. W/ SCROLL ENDS i 2XS 2x4 2XS RAF-TER DECKING (TYPICALF2x102x10 ,a ALL I II, �E PLANS { DECK DETAIL PORCHES ALL THRED RUNNING THROUGH CARD USER P 2 FROM FOUNDATION TO ROOF ,5d E-3/411:11SEE STRUCTURAL DRAWINGS FOR DETAILS DA E 1 Monday, August 12, 2013 j 12" ROUND TUSCAN PRO-AE P-QA_ WINDOW CASING GM-1 1/2"GYP.BOARD "PERMAGAST" COLUMN PEIZMIT lbbUE FF R-15 1NSUL. TAPERED V 3."GOIE 1/16"085 SHEATHING WINDOW BILL 3/4"(2)COAT STUCCO SYSTEM W/SYNTHETIC FINISH I 1 2x2 RAILING O.G. C.M.U. "J" 5LOCK R 44-T 0 U _ 5/4" EXTERIOR DECKING + 4" REINF. GONG. Q RUNNING PERPENDICULAR W/ HOUSE SLAB (SEE STRUCTURAL i� DOOR CASING(GM-1) 1/2"GYP.BOARD " DWG..aJ) P01-16TINA 2x10 JOIST � 16 O.C, r T �} —R-19 INSUL. 2xI2 RIM JOISTS (2) 2x12 JOIST COLUMN CENTER O'-O" NL\V flomF- (DATUM)ANCHORED TO COLUMN PEERFINISH FL 1/16'085 SHEATHING �� 436 �LAC I I \/C DOOR TRESHOLD 3/4"(2)COAT STUCCO SYSTEM W/SYNTHETIC FINISH I/`\!/4 bQAca IL COMPACTED, 2x PLATE AS REGI. 2x12 PLATE ANCHOR _ TO HOUSE STEM WALL TERMITE-TREATED ° GRANULAR FILL. Q FOUNDATION I p< SEE STRUCTURAL DWG'S PF- T41Lb WALL SECTION — FRONT PORCH SECTION THROUGH RAILING DOOR / WINDOW JAMS DETAILS 3/411:1-1 SEE STRUCTURAL DWGS FOR DETAILS SEE STRUCTURAL DRAWINGS FOR DETAILS 1 coPYwG-IJT 901-5 A.D. LINDL-EY TOLDERT DE.NGN, iNc. ALL 124-45 12-E�5ErzVED. NO PAIZT Of TflIb \VoR 4 MAY DE LIED, REPRODUCED. DisTRZUTED, Di.5PL-4YED 012- OTflE2\Vi6E cOMMUNICATED IN ANY f oR-M OR 5Y ANY MEANS VOOUT PRJOIZ SVR ITTEN CON-5ENT Of L_iNDL_EY TOL_bE2T PL-AAO, INC. Concept Design Consultants Building Contractor .,......._..._..._ :::,�S ilk, C 0 .. ...... ...... BtfldirYg Contractors,Inc. ZQrMMERCIAL AND RESIDENTIAL � 4I �0320 NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. ALTERNATIVELY, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY j REQUIRED SETBACKS. II KCAL P5 .�: CAPPFu-')Lz v_ T5P PONT DA L- Monday, August 12, 2013 PROX- PdASE. PE12NIT 155U PERGOLA RAFTER END DETAIL10U�5�: i POLIb iN,4 T NF- V flokj�: 436 bE.4cfl ,AVE. Arm tea, L F 32233 Z-4fTUZ ENP PET41L a COP�'IZIG�IT 2013 ,4D. LINDLEY TDu3E�.T DE51C�'N. INC. ALL IZIG�ITS IZESEIZVED. NO PART OF T�115 \VOIZIC MAY6E L15ED. IZEP�ZODLlCED. D�ST�i�uTED. D�5PL,4YED 012- oT�IE�\ViSE coMMuNicaTED iN aNY Fo�M o� �Y aNY MEANS \ViT�louT P{Zlo� \V�.�TTEN CONSENT of uND�EY To�E5FRT PL-54N, INC. I , ' ; I ELECTRICAL. LEGEND: f 0 DUPLEX CONVENIENCE OUTLET (12 A.F.F. TYPICAL) C I 0 HALF SWITCHED DUPLEX OUTLET t DUPLEX OUTLET IN FLOOR w� GROUND FAULT INTERRUPTER DUPLEX (WEATHER/WATERPROOF) " I GFI STANDARD OUTLET Concept t DDesi n Consu ants 220V 220V OUTLET QUADRAPLEX RECEPTACLE .#rr#rygg� { Y� T y} x� .. . H DISPOSAL , KE DUPLEX CONVENIENCE OUTLET (+12" AB, COUNTERTOP) Building Contractor SPECIAL PURPOSE OR HARDWIRED OUTLET WALL SWITCH 51-211 9'-011 8'-2" 5'-011 5'-0" 3'-0" I B 0.3. C0 .......... 3 3-WAY WALL SWITCH SU1Iding.Contractors,Inc.. _ Z0 4-WAY WALL SWITCH 00 $4 XIL - :RECaESV�- .N RECESSED AN co"ImEIRmt, " RESX0EN.TIAL b M A CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE d o - _OVERI= RC�I1-0320 ..... .... ..._ .... .... . 3030 CEILING SURFACE MOUNTED PENDANT LIGHT FIXTURE ` - - - - . a w CAEMENT CEILING RECESSED DOWNLIGHT FIXTURE o FAVI LICIT - 3 DBL 3'o"xa'o" ' m BEDROOM *4 _ NOTE: SURFACE MOUNT CHANDELIER dM ` LU 10'-0" CEILING NT, �AN � i C CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE (PULL-CHAIN) „ „ F A FOUNDATION SURVEY I 1=I DBL 3 o x8 a ' SHALL BE PERFORMED AND r3j-. 3WALL MOUNTED INCANDESCENT LIGHT FIXTURE (WALL SCONCE) ,� --- ;v.. } o BEDROOMF,x\* ` A COPY OF THE SURVEY CA INET r p FAN I I-IGHT � � SWITCH LOC. �7 " CEILING HT, ' WALL MOUNTED INCANDESCENT LIGHT FIXTURE YI d T.B.D. - f SHALL BE ON THE SITE 41 0 RECESSED MINI LIGHT FIXTURE/ OR LOW VOLTAGE I ; CABINET '- =-- �' ,` Y '_ # FOR THE BUILDING FAN I LIGHT - CFAN, LICA i" TON '���� INSPECTOR'S USE PRIORI I RECESSED ADJUSTABLE "EYEBALL" I I` 4p o BE , r � b _ FRAMING INSPECTION. �- RECESSED ARTWORK DISPLAY LIGHT FIXTURE (HALOGEN) ----- `Y' G ALTERNATIVELY, ALL { o t�IIT 1FIXTURE b — I FLUORESCENT FIXTURE - 2 BLUE (SURFACED MOUNTED) e O _.ERTY MARKERS SHALL ----- 220 b\ ` der '� BE POSED AND A STRIN IREC; o I FLUORESCENT FIXTURE - 4 BLUE (SURFACED MOUNTED) DUREEs cv "E _� _ ` ° o G r PANTRY � D F19 1=1 - ` STR TCHED FROM MARKER .¢FILING m DBL 216"x81011 � I - A � o z SL�RFACO TO ARKER TO VERIFY I � >= UNDER G BINET LIGHTING o �e �, d `e, I _ MOUNT -0 DOWN LlGrf'S ' Rf t ,'SI D F F � ESS�D C � `C � ... .. `` w ` ....s....... ....W I II I II I 11 I II `" - a xa o a xa o 11 11 REQUIRED IRED SETBACKS. i IN UPPER - OBL 2 6 xf1 O O PENDANT I r ,. ._.. m GLASS CABG G.—I ELECTRICA 1 v r rr _ F�xc�ler 2'9"xalorl II I 2ea�r 1 -9 1 -9 A{ sul�F�aCE D r 2 6 x6 a PANELAN/ "+" G cA € T NGES o6_03_2013 wd. N ELECTRIC CEILING PADDLE FAN (BY OWNER) O KITC'i-I EN ch p ~ ch b ��{ }�� - PLAN CLIA a .,...". \M ^. ` . — T — - ,SURFACE STAIRS` 30 �i f1 K,tr' \ 11_911 u r n i n 1 n 3 9 ;_ B AB 3 N o . .... ... .. la-o ..CII 1NG IIT... _._. __ I I I o 4-2 4-2 4-2 ,g ,8 �, 6 N ECI sI= uA o o � y ' .¢' SoJ .ACCT: 6 ' 1 O I '�f MOUNT '� W „� � m M 3 ��� D L li ._.. EXHAUST FAN GFI . _ ° C DEL IFR 2'-811 '-8" N I b _ o • 2'11 lO I1' W�".�L:. EXHAUST FAN/INCANDESCENT LIGHT FIXTURE '=0't -------�#'f"----_----- - 21111 - 3 3 ( 3 SCO ES K/491 _ 1' 0v JUNCTION BOX ("FOR FAN", ETC.) �b o fCES ED f CAPD USER IP: M 'moi SWITCHED JUNCTION BOX FOR A.H.U. 2'-6" 5'-6" 5'-6" T RECr SED CAN 1- � g l N - Q� `JD I ELECTRIC GARAGE DOOR OPENER I - �'`"� N .. . �.. .._ �.. \ p 1 I PAIL. FLOOR FLOOR ---- PWi C3#}TLET d CUT.:W ---- CESSED Y�.ANS _.. ._. _.. .... .... .. y, A 2, 2 r i r Monday, August 1 01 O } p a drF" �• \ RECESSEDI OAN RECESS RCESS� D CANPROJEC P�1 = SMOKE DETECTOR / CARBON MONOXIDE b _. .... PEIZMI�- N d 1"I CLOSET I6 '� 5 I DOOR CHIMES 412" A.F.F.) ,� ROOM _ RECES ED CAN �/ REC::SSE,�CAN 9'-0" CEILING HT. 'I! = 10 G ILING HT, , 4 I 3-6 DOOR BELL PUSH BUTTON (+42"A,F,F.) ( COMPUTER OUTLET ONLY (DEDICATED) _.... .... .... .... .. .... om 4 0 11 RECESSED CA ` E D CAN RECESSED CAN 7,_2„ RECESSED CAN 7r_ n 9'- INCx HT, � i�:_:ESSED CAN n I TELEVISION CABLE JACK (12" A,F,F. TYPICAL) ; 4 t \ I RECESSED CANS TELEPHONE JACK / MODEM (12" A.F.F. TYPICAL) HTN o ' N avo COMBINATION LAMP/HEAT (SUNLAMP)/FAN "" R.-CESSED CAN o FLOOR RECESEIJ C�fN RCESSIED CAN CUTLET "" w _ - _ _ ALL SC NCE : IRE ESSED C O .. a , MAIN HOUSE CIRCUIT BREAKER N z p m 3 3 .O --------------------------------- = EXTERIOR FLOOD LAMPS .... .... .... .... .... .. _ ----- --------- ------ _ - 1 Ir r n: r n 1 0 4-0 -r 1 -10 5-6 51-6#' 1 RECESSED CAN C�al14Cslw CAN RECESSED yaw I- - o N - - co INTERCOM 2'-6" 5'-6" 5"=6" _ x_35/e" 2'-6'. 91:83/e 04 2�"��� 1 I 4 .. w. ... ... .... ... ,�i POLI�TI a � _ . 1 II 1 11 I 11 I 1 SPEAKER ~ DBL 3 O x8 O f " DBL 3 O xa O �'�, � ,. E.SS t�AN RECIwS ED CAN RI"C .ED_ AN � +-0) DBL 3 O"xa O" DBL 3'O"xa'O ��"=u= rr (I II rr CD HOSE BIB 7w. _ - - ` NG`V i--iOMG ELECTRIC METER - _ _ I{A I .R - _- - AL CC�NCE WALLS CE D lii1<1 OOM LIpU - - w L MCUP OII 6"xa' 11 — 10'-0 HT. CD Cx i ` 436 E5L.4 ` / �1T COVERED o I I I I o z C� a V L. _ IO'-o" CEILING HT, 0 12' x 15' o N o o wQ ATLARTic C3cac�, FL GENEfRAL NOTES : _ _ LIC I SAN;L C ® FAN C?NLI� ® FAN C�NL�` _ � 32233 MASTER BEDROOM AND LIVING ROOM - Is 0 PLACE (2) RECEPTACLES AT EACH TV LOCATION NEL W AND ONE HIGH O O 3460 3460 LLLCTZ1C.4L ALL SWITCHES TO BE WHITE ROCKERS 1 ALL RECESSED CANS (INSIDE AND OUTSIDE) TO BE PLaN� ON DIMMER SWITCHES ALL CEILING FAN LIGHTS ON DIMMER SWITCHES FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL. PLAN COPYIZI�4iT 2013 AD. LINDLE Y TOLE5F.1.T P11-t , INC. ALL Izl('.NT6 RESEt�VED. NO PART OF TfII� \VOwC MAY E5E USD, I�PIZODUCILD, DIbTI2IbUTI1R DI�PLaYED O2 OTJlEIZ\VIS CO UNICa 11D IN aN OI2- OIZ E5 aN ILAN- \VI �IOu PIZIOIZ \VIZI EN CON MM T Y F M Y Y M T T TT SANT OF LINDLEY TOLE5EIZT DEIGN INC. I f k j ELECTRICAL LEC ENE): DUPLEX CONVENIENCE OUTLET (12" A,F,F, TYPICAL) HALF SWITCHED DUPLEX OUTLET I DUPLEX OUTLET IN FLOOR a I wP GROUND FAULT INTERRUPTER DUPLEX (WEATHER/WATERPROOF) Concept Design Consultants i GFI STANDARD OUTLET I. �I i 22Gv 220V OUTLET I .� �. 0 11 `�'' �' TUII�: t QUADRAPLI=X RECEPTACLE I I DISPOSAL Building Contractor i DUPLEX CONVENIENCE OUTLET (+12" AB, COUNTERTOP) f SPECIAL PURPOSE OR HARDWIRED OUTLET C. 0 Buliding Contractors,.€nc. WALL SWITCH Maio . 3 3-WAY WALL SWITCH Ci1w1CAl.AND. RSDENTT/AL I 4-WAY WALL SWITCH t ' 241-0320 . I - -,a CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE t , CEILING SURFACE MOUNTED PENDANT LIGHT FIXTURE NOTE: } � CEILING RECESSED DOWNLIGHT FIXTURE A FOUNDATION SURVEY SURFACE MOUNT CHANDELIER SHALL BE PERFORMED AND CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE (PULL-CHAIN) A COPY OF THE SURVEY RECESSED CAN RECESSED CAN RECES SE`D CAN SHALL BE ON THE SITE WALL MOUNTED INCANDESCENT LIGHT FIXTURE (WALL SCONCE) IN UNaRNEATH OF IN UNDERNEATH OF IN UNDERNEATH OF vERHANfk vERHArv � vI R I. NG FOR THE BUILDING WALL MOUNTED INCANDESCENT LIGHT FIXTURE 8'-0"x 8'-0" 9'-0"x 8'-0" 8'-0"x 8'-0" 3050 3050 3050 3050 3050_ 3050 INSPECTOR'S USE PRIOR TO RECESSED MINI LIGHT FIXTURE/ OR LOW VOLTAGE -.__ FRAMING INSPECTION. RECESSED CLC, INCAND. LIGHT FIXTURE °� ` - _ ALS S C 0,INC ;- HOSE BIB � RECESSED CAN ALTERNATIVELY, ALL x - M0 TED UNDERNEATH PROPERTY MARKERS SHALL RECESSED ADJUSTABLE "EYEBALL" I I I I . o,, ,s" " ` o CSF OVERHANG in RECESSED ARTWORK DISPLAY LIGHT FIXTURE (HALOGEN) F "' BE'EXPOSED AND A STRING I; x `� "` STRETCHED FROM MARKER FLUORESCENT FIXTURE - 2 KLUB (SURFACED MOUNTED) ::.._ _ -_____ �1b'ALL vtCi!aITED M r �`` ---- --- TO MARKER TO VERIFY I LIGHT FIX Tt tRE RECESSED CAN I;ECESSED CAN �� R CESSED C �:: {g' FLUORESCENT FIXTURE - 4 BLUB (SURFACED MOUNTED) UNDER STAIRS /x .� I � ---- --- REQUIRED SETBACKS. Ali iw� i I �.+ •`3 t0 ———— ——— —--—--—--—- —--—--—--——' f GABA L7I"EVER GCaE OPENER I�iL! z"-N 'C.. --------- r / �T22 t i F D C€� �OI� W/I?H LIGHT !WITI I LlsaliT � ..., v':...t..? �. �€ a ' PLAN CSI L S o6_03_2oa GARAGE CP := ER � ' f �� � r a Q s I ��I 2'-0"x 6'-8" �'�1 ELECTRIC CEILING PADDLE FAN (BY OWNER) Y .�- 0 0 c ° FLC3URESCENT FLOURESCENT Ls"�€,137�=:S �N1' c:: W• fit r SURFACE MOUNT SURFACE IVOUNT S:i�3 ,—"' I4<OUN — EXHAUST FAN `P — —^t § RECESSED CAN RECESSED CAN REECESSD CA CS I I EXHAUST FAN/INCANDESCENT LIGHT FIXTURE M --- --- t � i �--- --- 1/4" = 1'-0" JI n u � -- ---- Z�CIS ED CAI ---- --- I JUNCTION BOX ( FOR FAN", ETC,) C' CADD`U5ER P FXTERICR -- --- : ---- --- { SWITCHED JUNCTION BOX FOR A,H,U, -- ` 2'- "x 6'-8" TSD i ELECTRIC GARAGE DOOR OPENER ---- --- - - GSI AN 1 LITH ---- --- WAI CONCE WALL SCONCE COMBO PATL: _ - Monday, August 12, 2013Jubu 21 i LUP ;:: I I ' 3030 PROJE P1lA�= SMOKE DETECTOR / CARBON MONOXIDE m TWO OUTLETS UNDER TRELLIS;WcR PEIZN/�IT ISSL� TO MAIN HjUSE PORCH FUTURE SUMMER KITCHEN � DOOR CHIMES (+12" A,F.F,) o CES ED N R: Ips I II I II — — — —_ r I DOOR BELL PUSH BUTTON (+42"A,F,F,) Ll L PROVIDE LIGHT FIXTURE ON FRONT AND RF:,�a.-iDE COMPUTER OUTLET ONLY (DEDICATED) OF EACH GATE;FENCE ENTRY TELEVISION CA JACK (12" A,F,F. TYPICAL) T V BLE � ELE i TELEPHONE JACK / MODEM (12" A,F,F, TYPICAL) COMBINATION LAMP/HEAT (SUNLAMP)/FAN p MAIN HOUSE CIRCUIT BREAKER I EXTERIOR FLOOD LAMPS FIRST FLOOR GARAGE ELECTRICAL PLAN SECOND FLOOR GARAGE ELEC RICAL PLAN --� INTERCOM 1/4":1' 1/4":1' POLISTINA +-0) SPEAKER NL\\/ flomL ELECTRIC METER 436 E5EACfl AVE. ATL Aw-ric 5Laca FL i 3223.3 C ENERAL NOTES: MASTER BEDROOM AND LIVING ROOM - PLACE (2) RECEPTACLES AT EACH TV LOCATION ONE LOW AND ONE HIGH ALL SWITCHES TO BE WHITE ROCKERS Lr: CTiZiCAL w 4 ALL RECESSED CANS (INSIDE AND OUTSIDE) TO BE ` ON DIMMER SWITCHES ALL CEILING FAN LIGHTS ON DIMMER SWITCHES i COPYI2J0T 2013 AD. LINDLEY TOLDEIZT Pc-N(�N, INC. ALL IZIOTS RESERVED. NO PA.IZT Of TA-5 \VORJC MAY 6E USED, IZEPIZODUCED, DISTIZIbUTED, DISPLAYED OIZ OT.NEIZ\VISE COMMUNICATED IN ANY fOIZM OIZ DY ANY MEANS WITLIOUT PIZIOIZ W12-ITTEN CONSENT Of LINDLEY TOLE EIZT DESIGN. INC.